CN206477208U - A kind of municipal paved road structure - Google Patents
A kind of municipal paved road structure Download PDFInfo
- Publication number
- CN206477208U CN206477208U CN201720147608.6U CN201720147608U CN206477208U CN 206477208 U CN206477208 U CN 206477208U CN 201720147608 U CN201720147608 U CN 201720147608U CN 206477208 U CN206477208 U CN 206477208U
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- CN
- China
- Prior art keywords
- permeable
- layer
- paved road
- course
- municipal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000010410 layer Substances 0.000 claims abstract description 59
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 32
- 239000002344 surface layer Substances 0.000 claims abstract description 21
- 238000009413 insulation Methods 0.000 claims description 17
- 230000000475 sunscreen effect Effects 0.000 claims description 16
- 239000000516 sunscreening agent Substances 0.000 claims description 16
- 239000000463 material Substances 0.000 claims description 9
- XOLBLPGZBRYERU-UHFFFAOYSA-N tin dioxide Chemical compound O=[Sn]=O XOLBLPGZBRYERU-UHFFFAOYSA-N 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 229910052782 aluminium Inorganic materials 0.000 claims description 4
- 239000011888 foil Substances 0.000 claims description 4
- 229910052787 antimony Inorganic materials 0.000 claims 1
- WATWJIUSRGPENY-UHFFFAOYSA-N antimony atom Chemical compound [Sb] WATWJIUSRGPENY-UHFFFAOYSA-N 0.000 claims 1
- 238000006073 displacement reaction Methods 0.000 abstract description 5
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 230000008595 infiltration Effects 0.000 description 4
- 238000001764 infiltration Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000002209 hydrophobic effect Effects 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model discloses a kind of municipal paved road structure, its drip irrigation device is:Including the base course set gradually from bottom to up, underlayment, supporting course, permeable bed course, permeable skid surface layer, the sub-surface has upwardly extended some reinforcing strips, every reinforcing strip is continuous through in underlayment, supporting course, permeable bed course, and the reinforcing strip is located within permeable skid surface layer away from the end of sub-surface, pass through above-mentioned technical proposal, when the paved road is extruded for a long time, when there is translational tendency between each layer, because reinforcing strip is continuous through in underlayment, supporting course, pervious bed, and finally penetrate within permeable skid surface layer, the possibility being subjected to displacement between each layer can be greatly reduced in reinforcing strip, the actual life of its paved road is longer.
Description
Technical field
The utility model is related to paved road structure, more particularly to a kind of municipal paved road structure.
Background technology
Sponge city refers to that city can have as sponge in terms of environmental change and reply natural calamity is adapted to
Good " elasticity ", water suction when rainy, retaining, infiltration, water purification, it is necessary to when by the water stored " release " and be used.Sponge
City improves on China's future urban development and human settlement long-range influence, is mated formation rate, sunk type greenery patches by porous pavement
The indexs such as rate, Green Roof rate are implemented.Urban road itself and periphery green space is made full use of to implement low influence exploitation
Facility, with reference to road Cross Section and drainage direction, utilizes the driveway of different brackets road, pavement and parking lot and greening
Band, builds permeable pavement, sunk type greenery patches, grass planting ditch, Rain-fed wetland, oozes the low influence development facility such as pipe/canal, pass through road Reuter
Water penetration, regulate and store, purification style, realize road it is low influence exploitation control targe.
The existing pavement structure such as notification number applied to sponge city is a kind of for CN205839508U Chinese utility model
Municipal paved road structure, includes base course, the underlayment being made up of rubble, supporting course, pervious bed, permeable successively from the bottom to top
Skid resistant surface is constituted, such paved road structure can ensure that it is overall have it is enough seep water, hydrophobic, retaining effect, still
But, it can be seen that because the earth construction only unilaterally considers infiltration, hydrophobic, water storage function in long-term actual use, and
After weight repeatedly, it is easy to dislocation separation occur between layers, causes the actual life of the paved road
Decrease.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of municipal paved road structure,
Its actual life is longer.
Above-mentioned technical purpose of the present utility model technical scheme is that：A kind of municipal administration is mated formation road
Face structure, including base course, underlayment, supporting course, permeable bed course, the permeable skid surface layer set gradually from bottom to up, it is described
Base course has upwardly extended some reinforcing strips, and every reinforcing strip is continuous through in underlayment, supporting course, permeable bed course, and institute
Reinforcing strip is stated away from the end of base course to be located within permeable skid surface layer.
By above-mentioned technical proposal, when the paved road is extruded for a long time, there is translational tendency between each layer, by
It is continuous through in underlayment, supporting course, pervious bed, and is finally penetrated within permeable skid surface layer in reinforcing strip, reinforcing strip energy
The possibility being subjected to displacement between each layer is greatly reduced, the actual life of its paved road is longer.
It is preferred that, the lateral wall of every reinforcing strip is provided with the extension edge extended laterally, and the extension edge is correspondingly arranged
In underlayment, supporting course, permeable bed course, permeable skid surface layer.
By above-mentioned technical proposal, the setting of extension edge can targetedly lift reinforcing strip and corresponding underlayment, load-bearing
Layer, effective contact area between permeable bed course, permeable skid surface layer.
It is preferred that, the shape disc of each extension edge, and the reinforcing strip extends through side center.
By above-mentioned technical proposal, the deformation of paved road is not limited to the lateral displacement between each layer, in actual use
During, the vertical deformation of paved road also can not be ignored, and each extension edge is shaped as disc, when vertical side occurs for each layer
To deformation when, extension edge can to respective layer produce vertical direction pulling force, be preferably minimized its deflection, thus contribute to lifting
The actual life of paved road.
It is preferred that, thermal insulation layer is provided between the underlayment and supporting course, the thermal insulation layer is permeable provided with some first
Hole.
By above-mentioned technical proposal, paved road can be irradiated by sunlight for a long time, and thermal insulation layer is arranged at underlayment with holding
Between double-layer, because in actual use, entirely the coating structure stability emphasis in addition to base course is embodied in underlayment
The structural stability of, thermal insulation layer itself can be greatly reduced heat and conduct between underlayment and base course, and bottom is greatly lowered
The probability that base layer structure changes, so as to help to lift the actual life of paved road；In addition, being opened on thermal insulation layer
If some first permeable holes, rainwater can realize that infiltration is acted on by the first permeable hole.
It is preferred that, the thermal insulation layer is antimony-doped stannic oxide layer.
By above-mentioned technical proposal, antimony-doped stannic oxide layer can effectively reflect infrared light so that whole paved road knot
Structure has heat insulation and heat control performance, applies to urban road, square, parkway, meets low-carbon, environmental protection, ecological requirement.
It is preferred that, sunscreen layer is provided between permeable bed course and the permeable skid surface layer, the sunscreen layer is provided with some
Second permeable hole.
By above-mentioned technical proposal, paved road for a long time can be irradiated by sunlight, and sunscreen layer can effective block sunlight
Irradiation, and sunscreen layer, positioned between permeable bed course and permeable skid surface layer, solar ray energy is directly barred from permeable skid surface layer,
The irradiation influence that sunlight is produced on inner. layers is greatly lowered, so as to help to lift the actual life of paved road；
In addition, opening up some second permeable holes in sunscreen layer, rainwater can realize that infiltration is acted on by the second permeable hole.
It is preferred that, the sunscreen layer is clad aluminum layers of foil.
By above-mentioned technical proposal, foil laminated film is the most frequently used compound wound membrane, usually contains fine aluminium and aluminizes, machinery
Intensity is good, it is lightweight, tool light-proofness it is good, have stronger albedo to light, be difficult to be corroded, effective sun-proof result can be reached.
It is preferred that, the material of the reinforcing strip and the material of base course are consistent.
By above-mentioned technical proposal, base course would generally concreting form, and reinforcing strip also followed by base course material
Matter is consistent, can not only reduce cost of manufacture, and structural strength is higher.
Brief description of the drawings
Fig. 1 is the structural representation of embodiment, for showing the inner. layers structure in embodiment.
Reference：1st, base course；2nd, underlayment；3rd, supporting course；4th, permeable bed course；5th, permeable skid surface layer；6th, reinforce
Bar；7th, extension edge；8th, thermal insulation layer；9th, the first permeable hole；10th, sunscreen layer；11st, the second permeable hole.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
A kind of municipal paved road structure, it is shown in Figure 1, including positioned at undermost base course 1, base course 1 is by mixing
Solidifying soil is constituted, and the upper surface of base course 1 is provided with some reinforcing strips 6, and the length direction of every reinforcing strip 6 is vertically arranged, and reinforces
The material of bar 6 and the material of base course 1 are consistent.
It is shown in Figure 1, underlayment 2, thermal insulation layer 8 are disposed with the side wall of reinforcing strip 6 in base course 1, is held
Double-layer 3, permeable bed course 4, sunscreen layer 10, permeable skid surface layer 5, reinforcing strip 6 are sequentially passed through in underlayment 2, thermal insulation layer 8, load-bearing
Layer 3, permeable bed course 4, sunscreen layer 10, reinforcing strip 6 are located in permeable skid surface layer 5 away from the end of base course 1；In reinforcing strip 6
Side wall be provided with extension edge 7, the material of the material and reinforcing strip 6 of the extension edge 7 is consistent, and being shaped as of extension edge 7 is justified
Dish type, can effectively lift the connective stability between the end of reinforcing strip 6 and permeable skid surface layer 5；Reinforcing strip 6 extends through side 7
Center, extension edge 7 is correspondingly arranged in underlayment 2, supporting course 3, permeable bed course 4, permeable skid surface layer 5, certainly, extension edge 7
Suitably it can be arranged at simultaneously in sunscreen layer 10 and thermal insulation layer 8.
Wherein, shown in Figure 1, thermal insulation layer 8 can be antimony-doped stannic oxide layer, and thermal insulation layer 8 is provided with some first
Permeable hole 9；Sunscreen layer 10 is clad aluminum layers of foil, and sunscreen layer 10 is provided with some second permeable holes 11.
In actual use：
The water of earth's surface can pass sequentially through permeable skid surface layer 5, the second permeable hole 11 of sunscreen layer 10, permeable bed course 4, load-bearing
Layer 3, the first permeable hole 9, the underlayment 2 of thermal insulation layer 8；
When producing lateral displacement trend between each layer, reinforcing strip 6 is produced laterally between each layer can be greatly reduced
The trend of displacement；
When producing vertical deformation trend between each layer, i.e., when permeable skid surface layer 5 is by weight pressure, in reinforcing strip 6
Extension edge 7 can also play inhibitory action.
Described above is only exemplary embodiment of the present utility model, not for limitation protection model of the present utility model
Enclose, protection domain of the present utility model is determined by appended claim.
Claims (8)
1. a kind of municipal paved road structure, including base course (1), underlayment (2), the supporting course set gradually from bottom to up
(3), permeable bed course (4), permeable skid surface layer (5), it is characterized in that：The base course (1) has upwardly extended some reinforcing strips
(6), every reinforcing strip (6) is continuous through in underlayment (2), supporting course (3), permeable bed course (4), and the reinforcing strip (6)
It is located at away from the end of base course (1) within permeable skid surface layer (5).
2. a kind of municipal paved road structure according to claim 1, it is characterized in that：The lateral wall of every reinforcing strip (6)
Provided with the extension edge (7) extended laterally, the extension edge (7) is correspondingly arranged in underlayment (2), supporting course (3), permeable pad
Layer (4), permeable skid surface layer (5).
3. a kind of municipal paved road structure according to claim 2, it is characterized in that：The shape circle of each extension edge (7)
Dish type, and the reinforcing strip (6) extends through side (7) center.
4. a kind of municipal paved road structure according to claim 1, it is characterized in that：The underlayment (2) and supporting course
(3) thermal insulation layer (8) is provided between, the thermal insulation layer (8) is provided with some first permeable holes (9).
5. a kind of municipal paved road structure according to claim 4, it is characterized in that：The thermal insulation layer (8) is to mix antimony two
Stannic oxide layer.
6. a kind of municipal paved road structure according to claim 1 or 4, it is characterized in that：The permeable bed course (4) with thoroughly
Sunscreen layer (10) is provided between water skid resistant surface (5), the sunscreen layer (10) is provided with some second permeable holes (11).
7. a kind of municipal paved road structure according to claim 6, it is characterized in that：The sunscreen layer (10) is clad aluminum
Layers of foil.
8. a kind of municipal paved road structure according to claim 1, it is characterized in that：The material of the reinforcing strip (6) with
The material of base course (1) is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720147608.6U CN206477208U (en) | 2017-02-17 | 2017-02-17 | A kind of municipal paved road structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720147608.6U CN206477208U (en) | 2017-02-17 | 2017-02-17 | A kind of municipal paved road structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206477208U true CN206477208U (en) | 2017-09-08 |
Family
ID=59749308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720147608.6U Expired - Fee Related CN206477208U (en) | 2017-02-17 | 2017-02-17 | A kind of municipal paved road structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206477208U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093828A (en) * | 2019-05-09 | 2019-08-06 | 江苏惠淳建设有限公司 | A kind of town road structure and its construction method |
| CN111455755A (en) * | 2020-04-16 | 2020-07-28 | 孔繁超 | Highway subgrade structure capable of preventing subgrade from softening |
-
2017
- 2017-02-17 CN CN201720147608.6U patent/CN206477208U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093828A (en) * | 2019-05-09 | 2019-08-06 | 江苏惠淳建设有限公司 | A kind of town road structure and its construction method |
| CN111455755A (en) * | 2020-04-16 | 2020-07-28 | 孔繁超 | Highway subgrade structure capable of preventing subgrade from softening |
| CN111455755B (en) * | 2020-04-16 | 2021-02-02 | 孔繁超 | Highway subgrade structure capable of preventing subgrade from softening |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170908 |